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Abstract:

The invention relates to the field of construction and in particular to a
modular construction system used for building of construction modules.
The construction system comprises plurality of flat elements (1) with
identical thickness C and having slots (3) on at least one of its long
sides (4), as the slots (3) are located at a distance from each other so
that the flat elements (1) can intersect each other through their slots
(3) in order to form a grid. The elements (1) of the system have slots
(3) located at equal distances n or b from each other where the ratio n:b
is within the range from 1:1 to 1:10. The building construction module is
made as three-dimensional frame structure shaped like polyhedron
including a floor (20), a ceiling (21) and at least two walls (22) grids
connected together. The grids are made by intersecting through slots (3)
flat elements (1).

Claims:

1. A construction system comprising plurality of elongated flat elements
(1) with identical thickness C and each flat element (1) having on at
least one of its long sides (4) slots (3) through the whole thickness C
of the element (1), as the slots (6) are located at a distance from each
other so that the flat elements (1) can intersect each other through
their slots (3) in order to form a grid with total height equal to the
width d of the flat elements with the biggest width, characterized by
that at least two flat elements (1) have slots (3) located at equal
distance n from each other; at least two flat elements (1) have slots (3)
located at equal distance b from each other where the ratio n:b is within
the range from 1:1 to 1:10, preferably 1:1.5 to 1:10; at least two flat
elements (1) have at least two slots (3) located at distance e from each
other and at least another two flat elements (1) have at least two slots
(3) located at distance A, where the distances e and A are independent of
each other and they are independent of distance n, where each of the
distances e and A is within the range from 0.2b to 10b; the slots (3) at
the ends of at least two flat elements (1) are at distance h equal to at
least 0.5 n from the edge of the short side (5) of element (1).

2. A construction system according to claim 1 characterized by that it
comprises at least two flat elements (1) with slots (3) located in a
chess-board order on both long sides (4) and the distances between the
slots (3) on each of both sides (4) are equal to b; and/or at least two
flat elements (1) with slots (3) located in a chess-board order on both
long sides (4) and the distances between the slots (3) on each of both
sides are equal to e; and/or at least two flat elements (1) with at least
one transversal slot (11) with width equal to at least 2c.

3. A construction system according to claim 1 characterized by that it
further comprises at least two flat elements (1) one end of which after
the last slot (3) has a cut (12) from the slot to the end of the element;
one end of at least two flat elements (1) ends with a slot (3), so that
to form a step (15) with the size of the slot; and the distance h of at
least two flat elements (1) is equal to n+0.5 c from the edge of the
short side (5) of the element (1).

4. A construction system according to claim 1 characterized by that the
ratio between the width d of the flat element (1) and its thickness C is
within the range from 1:1 to 30:1, preferably from 1.5:1 to 30:1.

5. A construction system according to claim 1 characterized by that it
comprises at least two flat frames (16 or 17), preferably composite (17)
made of flat elements (1) connected between each other; the frames (16 or
17) are flat polygons; each frame (16 or 17) has at least one side with
width equal to the width of the flat elements (1); each side of each
frame (16 or 17) has slots (3) so that the frame can be intersected with
any flat element (1) through the slots (3); and at least one of the frame
sides has slots (3) from the side of the opening (18).

6. A building construction module made as three-dimensional frame
structure shaped like polyhedron including a floor (20), a ceiling (21)
and at least two walls (22) connected together characterized by that the
floor (20) and the ceiling (21) are grids each one made of intersecting,
through slots (3), flat elements (1) having free slots (3) in at least
one direction along the module width or length of at least one of the
grids of the ceiling (21) and/or floor (20) and the grids are made so
that the floor grid (20) of one module can penetrate in the ceiling grid
(21) of a other module by intersecting through the free slots (3) of the
corresponding flat elements (1); at least one of the grids of the floor
(20) or the ceiling (21) comprises first flat elements (1) with slots
located at equal distances n from each other; at least one of the grids
of the ceiling (21) and/or floor (20) comprises second flat elements (1)
with slots located at distance b from each other where the ratio n:b is
within the range from 1 [Lambda] to 1:10, preferably from 1.''1.5 to
1:10, and the second elements (1) with slots at distance b are located in
different direction towards the first elements (1) with slots at distance
n, preferably at 90[deg.]; the slots (3) at the ends of at least two flat
elements (1) of the grids of the ceiling (21) and/or floor (20) are at
distance h, equal to at least 0.5c, from the edge of the short side (5)
of the element; furthermore, it comprises at least two walls (22)
connecting the floor and the ceiling being grids made of connected
through slots (3) standing (26) and horizontal (27) flat elements (1)
along the height and width of the walls (22) accordingly, so that the
corresponding horizontal elements (27) lay at equal distances from the
floor (20) thus forming different levels; and the ends of at least two
standing elements (26) are connected at an angle, preferably 90[deg.], to
the ends of the corresponding elements (1) of the floor (20) and the
ceiling (21).

7. A building construction module according to claim 6 characterized by
that the horizontal elements (27) have at least two slots (3) located at
distance e from each other and the standing elements (26) have at least
two slots (3) located at distance A from each other, where the distances
e and A are independent of each other and they are independent of
distance n, where each of the distances e and A is within the range from
0.2b to 10b.

8. A building construction module according to claim 6 characterized by
that the walls (22) are opposite and the ends of the corresponding
horizontal elements (27) of both walls (22) are connected at least at two
levels to the ends of second horizontal elements (29) with slots located
at equal distances e situated so that the flat walls (6) of the second
horizontal elements (29) are parallel to the plane of the ceiling and/or
the floor in order to form at least two stabilizing girdles (30) crossing
at least one module wall (28) connecting the opposite walls (22); the
second horizontal elements (29) of the stabilizing girdles (30) intersect
in vertical direction through its slots (3) with standing elements (26)
having at least two slots located at distance A, so that the other module
walls (28) are formed as grids.

9. A building construction module according to claim 6 characterized by
that at least one of wall grids (22, 28) comprises along its width flat
elements (1) having slots (3) located in a chess-board order on both long
sides (4) and the distances between the slots (3) on each of both sides
(4) are equal to e; and the slots (3) on one side (4) are vacant and are
intended for connecting through analogous vacant slots with the wall of
another module (M1, M2, M3).

10. A method for building construction including the steps: parallel
arranging of first flat elements with slots at equal distances from each
other so that the element plane is perpendicular to the foundation plane
and the slots of one of the long sides of the elements are directed
upwards; intersecting through their slots and fixing at an angle second
flat elements having slots at equal distances from each other so that a
horizontal floor grid is formed with openings with identical dimensions
characterized by that it also includes steps for fixing the ends of at
least three standing elements (1) with slots (3) to the ends of the first
and/or second flat elements (1); intersecting the standing elements (1)
through the slots (3) with at least two horizontal elements (1) with
slots (3) in order to form grids of at least two walls (22); connecting
of the corresponding ends of standing elements (1) to the ends of third
elements (1) with slots (3) so that the slots (3) of the one long side
(4) of the third elements (1) are directed upwards; and intersecting the
third elements (1) through the slots (3) with fourth elements (1) with
slots (3) so that a ceiling grid (21) is formed, thus forming an
independent module (M1, M2, M3) and at least one of the grids of the
ceiling (21), floor (20) or walls (22, 28) has vacant slots (3) for
connection to the grids of other modules (M1, M2 and/or M3).

11. A method for building construction according to claim 10
characterized by that the steps for building of grids of floor (20),
ceiling (21) and walls (22, 28) of the module (M1, M2, M3) are performed
in advance, after which ends of the elements of the wall grids (22, 28)
are fixed to the ends of the elements of the floor grid (20) and the ends
of the elements of the ceiling grid (21) are fixed to the free ends of
the wall grids (22, 28).

12. A method for building construction according to claim 10
characterized by that after the building up of module (M1) it includes
the steps of connecting by intersecting through their vacant slots (3) of
elements (1) of the walls of the module (M1) with elements (1) of the
walls of other prefabricated modules (M1) in horizontal direction so that
to form a mutual partition wall grid (40) or by intersecting in vertical
direction the vacant slots (3) of the ceiling grid (21) of the module
(M1) and the vacant slots (3) of the floor grid (20) of other modules (M2
and/or M3) so that to form a mutual grid (37), and if required it follows
a repeating of the above described steps.

13. A method for building construction according to claim 10
characterized by that the modules (M2 and/or M3 and/or M1) are
prefabricated outside the construction site, they are transported to the
construction site, as in case of need they are connected to each other in
horizontal direction through vacant slots (3) on the wall grids (22, 28)
and/or are connected in vertical direction through vacant slots on the
ceiling grids (21) of the lower module (M1) and on the floor of the upper
module (M2, M3) and are fixed to each other and/or to the foundation.

14. Use of the elements of the construction system according to claim 1
as elements of construction toys or for making construction models.

Description:

FIELD OF THE INVENTION

[0001] The present invention relates to the field of construction and in
particular to a construction system, a building construction module and a
method for building construction. The system can be applied in
construction of buildings both by assembling of prefabricated horizontal
and standing grids or prefabricated building construction
three-dimensional modules, and by connection of the elements on the
construction site. It is appropriate for use in the low-rise, middle-rise
and high-rise buildings. The system can also be applied for production of
construction toys as well as for making architectural models.

BACKGROUND OF THE INVENTION

[0002] There are a great number of construction systems using
prefabricated elements. Their main advantage is that they ensure easy and
quick construction and allow avoiding wet processes on the construction
site. Ways and means for decrease of the construction costs as well as
for provision of higher rigidity of the buildings have been sought. It is
also important that these systems provide great variety of architectural
projects with a view to the uniqueness of the building at the same time
preserving its rigidity.

[0003] Some problems have been outlined in the use of prefabricated
modular elements and three-dimensional (3D) section modules in the
construction. The conventional way of constructing multi-storey buildings
is to arrange these modules one above of the other. This requires that
each module has sufficient strength in vertical direction in order to
support the weight of the modules laid above it. It is normal to look for
the optimal unification of modules in order to satisfy both the strength
requirements and the requirements for decrease of the element weight
combined with higher economic efficiency of the construction.

[0004] A great part of the construction systems based on prefabricated
modular elements use elements shaped as solid walls, floors or ceilings
(for example WO2007/054512). These construction systems have the
following disadvantages: a lot of material is used for them; the
structures are very heavy and are not appropriate for prefabrication of
3D modular construction sections which increases the time of
construction. There are construction systems made of prefabricated 3D
construction modular cells which can be connected with each other in
horizontal or vertical direction. For example, GB 985338, GB 1019628 and
GB 1010812 disclose 3D construction modules made as a load bearing frame
structures forming non-solid floor, ceiling and walls to which interior
and exterior facade panels are installed in addition. The main
disadvantage of such construction modules with frame structures is that a
lot of material is used for their production and that they can be
connected to each other by laying concrete on the joints in-situ. A lot
of manual labour is used which increases the construction time. Moreover,
they do not provide sufficient rigidity of the construction module. The
fact that they cannot be used in the construction of interior elements
such as recesses, wall cupboards, etc. is also important.

[0005] The use of different grids in construction of floors, walls,
staircases, balconies, terraces, window frames or facade elements is also
very common in the different construction systems. The main advantage of
the grid structures is that they have very high load bearing capacity.
For example, DE 803422 discloses a floor construction grid made of
elongated flat elements with slots which are perpendicular to the plane
and are located at equal distance from each other, and the elements
intersect through the slots to form a grid. WO 2006/101413, published
also as EA 011657, discloses another construction system of elongated
elements with perpendicular slots at equal distances from each other, in
which the elements intersect to form a grid and the elements are with
square section. These types of grids can be used in the in-situ
construction of buildings but they cannot be used for 3D building
structures as they do not allow joining elements in height.

[0006] Well known, for example, are DE 1044380, GB 1102597, DE 20100630,
US 2008/0163580, EP 0033257, GB 1102597, EP1662065 and a great number of
other construction systems by means of which grid structures can be
built. The elements of such systems are made of elongated flat metal
elements with perpendicular slots at equal distance from each other and
the elements intersect each other through the slots. The grids comprise
exterior frames by which they are strengthened. They can be used in
construction but they cannot be used for construction of 3D building
construction modules as they do not allow joining elements in height.

[0007] Another construction system is also well known from RU 2182206
(also published as WO 02/077383) which comprises a great number of
elongated flat elements of equal thickness, marked here with "c", and
each of the flat elements has slots on at least one of the long sides
located at such distance from one another so that the flat elements could
intersect each other through the slots in such a way so as to form a
grid. The elements of this system have equal thickness which makes their
unification easier. The slots of this system are, however, situated in
regularly repeated groups and the distances used are 2c and 2c-300c which
makes the grid structurally dependent on the thickness "c", and
subsequently--on the material used. Besides, in this system the
constructed grid have sections with different dimensions and area which
leads to uneven loadings and requires thicker distribution layer
transferring the direct loads on the grid. A disadvantage of the prior
art system is that it cannot be used for construction of 3D space
construction modules as it does not allow joining additional elements in
height. Another disadvantage is that the constructed grid structure
cannot be effectively used in designing the interior spaces.

[0008] DE 803422 discloses a method for construction of buildings on a
foundation comprising the steps parallel arranging to each other flat
elements with slots at equal distance from each other so that the element
plane is perpendicular to the foundation plane and the slots on the one
of the long sides are directed upwards; intersecting at equal distances
the other flat elements through the slots and fixing at an angle in order
to form a horizontal grid of the floor with openings of equal dimensions.
This method cannot be used for construction of 3D space building
structures and for production of prefabricated construction modules. The
method is labour-intensive and slow.

SUMMARY OF THE INVENTION

[0009] An object of the present invention is to provide a construction
system as well as a building construction module which can guarantee easy
and quick erection of building structures with high rigidity and great
variety of spatial solutions.

[0010] The proposed construction system comprises plurality of elongated
flat elements of equal thickness c, each of the flat elements having
slots at least on one of the long sides through the whole thickness c of
the elements and the slots are located in such a way so that the flat
elements can intersect each other through the slots in order to form a
grid with total height equal to the width d of the flat element with the
biggest width. At least two flat elements of the system have slots
located at equal distances n from each other. At least two flat elements
have slots located at equal distance b from each other where the ratio
n:b is within the range from 1:1 to 1:10. In one of the preferred
embodiments the ratio n:b is within the range from 1:1.5 to 1:10. At
least two flat elements have at least two slots located at distance e
from each other and at least two other flat elements have at least two
slots located at distance A, where the distances e and A are independent
of each other and they are independent of the distance n, where each of
the distances e and A is within the range from 0.2b to 10b. The slots at
the ends of at least two flat elements are at distance h equal to at
least 0.5 n from the edge of the short side of the element. The advantage
of this system is that its elements are structurally independent of the
thickness "c" and, therefore, from the type of the material used. It may
be constructed uniform grids having openings equal in dimensions and area
which leads to even distribution of loads allowing for the use of thinner
distribution layer transferring the direct loads to the grid. It may be
constructed irregular grids having unequal openings, depending of the
requirements. Moreover, steady three-dimensional (3D) frameworks of the
building structures of grid type can be easily and quickly erected using
the elements of the so described construction system, where the density
of the grid can be chosen depending on the requirements for load bearing
capacity. Construction modules with compatible grids of different density
multiple to n and b for the floor and the ceiling can be constructed
which can penetrate into each other when two construction modules are
connected in height. The wall grids can have different density thus
providing the possibility for forming window areas to meet specific
requests. This allows the reducing of the wet processes in construction
which decreases the time of construction. Besides, this allows for the
production of prefabricated 3D modular construction cells. This also
ensures great variety of architectural spatial solutions. The system can
be used for covering big spans without using other type of support and
the structure is extremely rigid. The elements can be unified which
allows reducing their number.

[0011] In one embodiment of the present invention, the construction system
comprises at least two flat elements with slots on the two long sides
located in a chess-board order and the distances between the slots on
each of both sides are equal to b. The system may comprise also at least
two flat elements with slots on the two long sides located in a
chess-board order and the distances between the slots on each of both
sides are equal to e as well as at least two flat elements with at least
one transversal slot with width equal to at least 2c. Such implementation
of the flat elements increases the system possibilities for construction
of a next story or semi-story in height, for construction of stabilizing
girdles as well as the possibilities for large cantilever projections.

[0012] In another embodiment the construction system further comprises at
least two flat elements one end of which after the last slot has a cut
from the slot to the end of the element and also comprises at least two
flat elements the one end of which ends with a slot, so that to form a
step with the size of the slot and the slots at the ends of at least two
flat elements are at distance h equal to n+0.5c from the edge of the
short side of the element.

[0013] In yet another embodiment of the invention the ratio between the
width d of the flat element and its thickness c is within the range from
1:1 to 30:1, preferably from 1.5:1 to 30:1, This allows to significantly
reducing the weight of the structure constructed from the system
elements.

[0014] In yet another embodiment of the invention the construction system
comprises at least two flat frames, preferably composite made of flat
elements connected between each other and the frames themselves
constitute flat polygons. Each frame has at least one side with width
equal to the width of the flat elements and each side of each frame has
slots so that the frame can be intersected with any flat element through
the slots. At least one of the frame sides has slots from the side of the
opening. This version additionally widens the system possibilities.

[0015] The invention is also related to a building construction module
made as a three-dimensional frame structure with a shape of a polyhedron
and having connected together a floor, a ceiling ant at least two walls.
The floor and the ceiling of the module are grids including flat elements
intersecting each other through slots. The flat elements in at least one
direction along the module width or length, of at least one of the grids
of the ceiling and/or floor have free slots which allows the grid of the
floor of a module to penetrate into the grid of the ceiling of other
module by intersecting through the free slots of the respective flat
elements. At least one of the grids of the floor or the ceiling comprises
first flat elements with slots situated at equal distance n from each
other. At least one of the grids of the floor and/or the ceiling
comprises second flat elements with slots located at equal distance b
from each other, where the ratio n:b is within the range from 1:1 to
1:10, preferably from 1:1.5 to 1:10, and the second elements with slots
at distance b are located in different direction towards the first
elements with slots at distance n, preferably at an angle of 90°;
the slots at the ends of at least two flat elements of the grids of the
ceiling and/or floor are at distance h equal to at least 0.5c from the
edge of the short side of the element. At least two walls connecting the
floor and the ceiling are grids made of connected through slots standing
and horizontal flat elements along the height and width of the walls
accordingly, so that the corresponding horizontal elements lay at equal
distances from the floor thus forming different levels. The ends of at
least two standing elements are connected at an angle, preferably
90°, to the ends of the corresponding elements of the floor and
the ceiling. The so chosen ratios n:b ensure possibility for construction
of great variety of floor and ceiling grids which can penetrate into each
other thus providing wide range of possibilities for firmly connection of
two modules one over the other.

[0016] In another embodiment of the invention the horizontal elements have
at least two slots located at distance e from each other and the standing
elements have at least two slots located at distance A from each other,
where the distances e and A are independent of each other and they are
independent of distance n. Each of the distances e and A is within the
range from 0.2b to 10b. The wall grids are independent from the grids of
the floor and the ceiling and thus they allow various wall bays and
window openings to be formed.

[0017] In yet another embodiment of the construction module according to
the invention the walls are opposite. The ends of the corresponding
horizontal elements (27) of both walls (22) are connected at least at two
levels to the ends of second horizontal elements (29) with slots located
at equal distances e, positioned so that the flat walls of the elements
are parallel to the plane of the ceiling and/or floor in order to form at
least two stabilizing girdles crossing also at least one module wall
connecting the opposite walls. The second horizontal elements of the
stabilizing girdles intersect in vertical direction through its slots
with standing elements having at least two slots located at distance A,
so that the other module walls are formed as grids. This additionally
strengthens the module and makes it separate.

[0018] The construction of three-dimensional grid modules has immense
advantages. Statically each of the modules acts as independent structure
capable of taking enormous loads. Thus the static model of the building
becomes extremely rigid. Each of the modules can take the loads during
the transportation and assembly without being deformed as the wall
structure is of a grid type. The use of elements with elongated
rectangular sections makes the structure suitable for maximum effective
taking of loads. Some other advantages of the three-dimensional building
construction module according to the invention are that it can be
prefabricated in a factory and be completely finished with all facade and
floor constructing layers. Such module has low dead load which makes its
transportation and installation easy and decreases the time for
construction. The hollows formed by the grids can be used for building-in
of lighting fixtures, for recesses and cupboards thus providing
functional freedom in the interior design.

[0019] In yet another embodiment of the invention at least one of wall
grids comprises along its width flat elements having slots located in a
chess-board order on both long sides and the distances between the slots
on each of both sides are equal to e. The slots on one side of the
element are vacant and are intended for connecting through analogous
vacant slots with the wall of another module. Thus one wall of one module
may be connected with the wall of another module so that to form mutual
wall grid, which makes the construction more compact.

[0020] The invention relates to a method for construction of buildings as
well. The method includes the steps of arrangement of the first flat
elements having slots at equal distance and parallel to each other so
that the element plane is perpendicular to the plane of the foundation
and the slots on one of the long sides of the elements are directed
upwards; and the step of intersecting and fixing, at an angle and at
equal distances, second flat elements through their slots so that to form
a horizontal grid of the floor with identical dimensions of the openings.
The method also includes the steps of fixing to the ends of at least
three standing elements with slots to the ends of the first and/or second
flat elements; the step of intersecting the standing elements through the
slots of at least two horizontal elements with slots in order to form
grids of at least two walls; the step of connecting the corresponding
ends of the standing elements to the ends of third elements with slots so
that the slots on one long side of the third elements are directed
upwards; and the step of intersecting through the slots the third
elements with fourth elements with slots so that a ceiling grid is formed
thus forming an independent module and at least one of the grids of the
ceiling, floor or walls has vacant slots for connection to the grids of
other identical or different modules. The advantages of this method are
that the building is constructed of prefabricated light elements avoiding
wet processes on the construction site and providing for high rigidity.
In a preferred embodiment of the invention the slots of the elements are
at distance n or b or e, and the ratios n b are in range from 1:1 to
1:10, preferably from 1:1.5 to 1:10, and the distance e is independent
from the distance n, preferably it is in the range from 0.2b to 10b.

[0021] In one preferred embodiment of the method the steps of building the
grids of the floor, ceiling and walls of the module are performed in
advance, after which the ends of the elements of the wall grids are fixed
to the ends of the elements of the floor grid and the ends of the
elements of the ceiling grid are fixed to the free ends of the wall
grids.

[0022] In another embodiment of the method after the building up of module
it includes the steps of connecting by intersecting through their vacant
slots of elements of the walls of the module with elements of the walls
of other prefabricated modules in horizontal direction so that to form a
mutual partition wall grid or by intersecting in vertical direction the
vacant slots of the ceiling grid of the module and the vacant slots of
the floor grid of other prefabricated modules so that to form a mutual
grid, and if required it follows a repeating of the above described
steps.

[0023] In another preferred embodiment of the method modules are assembled
in advance outside the construction site, transported to the site,
connected and fixed to each other and/or to the foundation. In case of
need the modules are connected to each other in horizontal direction
through vacant slots on the wall grids and/or are connected in vertical
direction through vacant slots on the ceiling grids of the lower module
and on the floor of the upper module. In this case it is possible to
achieve the quickest and easiest way of building construction with
possibility for the biggest module unification.

[0024] The invention also includes use of the elements of the construction
system like structural elements for construction toys or for making
architectural models.

BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Examples showing the present invention are provided in the attached
figures, where:

[0026] Figures from 1a to 1u show a bird's-eye view and/or side view of
different embodiments of flat elements according to the invention;

[0027] FIG. 2 shows one example of forming an end of the flat elements
from FIG. 1;

[0028]FIG. 3 shows a connection of flat elements with ends according to
FIG. 2;

[0029] FIG. 4 shows another variant of making ends of the flat elements
from FIG. 1;

[0037]FIG. 12 shows front elevation view of a second variation of a
three-dimensional construction module M2 with stabilizing girdles;

[0038]FIG. 13 shows front elevation view of a third variant of a
three-dimensional construction module M3 with stabilizing girdles;

[0039] FIG. 14 shows a variant of connection of modules M1 and M2;

[0040] FIG. 15 shows a elevation view of a variant of a possible
connection of modules M1 and M3;

[0041] FIGS. 16a to 16c show steps for construction and connecting of
module walls forming a mutual partition wall;

[0042] FIGS. 17a to 17b show the steps of connecting of the walls of two
prefabricated modules M1;

[0043] FIGS. 18a to 18h show steps of building in the construction site a
three-dimensional building construction module with the elements of the
construction system;

[0044] FIGS. 19a to 19c show steps of a variant of building of the
three-dimensional building construction module of FIG. 11 from
prefabricated grids of the floor, the ceiling and two opposite walls;

[0045] FIGS. 20a to 20f show another variant for building of a module.

DETAILED DESCRIPTION OF THE INVENTION

[0046] The present invention is demonstrates in the attached figures and
is visualized by the examples below which serve only as illustration.

[0047] The construction system includes elongated flat elements. It can
also include flat frames.

[0048] Different embodiments of elongated flat elements 1 which together
or separately, in different combinations, can form system elements are
presented in Figs from 1a to 1u. The flat elements 1 can be rectangular
(FIGS. 1a-1o), rhomboidal (FIGS. 1p-1q), curved (FIG. 1r, 1s) or
arch-shaped (FIGS. 1t, 1u). Other shapes, not shown in the figures, like
corrugated, triangular and other flat shapes depending on the specific
architectural project are also possible. The flat elements can have
different length l and different width d. Each flat element 1 includes a
body 2 and slots 3. The bodies 2 have long sides 4 which constitute the
element length l as well as short sides 5 constituting the element width
d. The long sides 4 and the short sides 5 form two parallel walls 6 of
the flat body 2. The two walls 6 constitute the element thickness c. The
bodies have ends 7, but they can end with an open slot 3 at least of one
end 7 having a width d, so that to form a little cut. The slots 3 can be
transversal 8, situated perpendicularly to the long sides 4 or
transversal 9, situated at an angle α to the flat walls 6, as shown
in FIG. 1b. The slots 3 can also be inclined 10 towards the long sides 4
at an angle β, as shown in FIG. 1e. The slots 3 can be situated
unilaterally (FIGS. 1a, 1c, 1e, 1f, 1h, 1k, 1l and 1o) or bilaterally in
a chess-board order (FIGS. 1g and 1m). At least one slot 11 has width
bigger than the width of the rest of the slots 3, as it could be seen in
FIG. 1o. The width of the slot 11 is selected so that two other flat
elements 1 can fit and connected cross-like in along its thickness c. The
slots 3 can be parallel to the short side 5 of a rhomboidal flat element
1, as shown in FIG. 1p, or perpendicular to its long sides 4, as shown in
FIG. 1q. The slots 3 can be located evenly at distances n or b along the
length of the body 2 (FIGS. 1g, 1h, 1k, 1m and 1o) or to be unevenly
distributed as shown in FIGS. from 1a to 1f. In the curved elements the
slots 3 can be made which are located along the curvature radius (FIG.
1s), or the slots 3 can be made parallel to the short side 5 of the
element (FIG. 1r). Slots 3 can also be made in arch-shaped elements and
they shall be located along the curvature radius (FIG. 1u) or slots 3 can
be made parallel to the short side 5 of the element or perpendicular to
the long side 4 (FIG. 1t). The ends 7 of the bodies 2 can be solid, as
shown in FIG. 1k. In a version of a rectangular flat element 1, as shown
in FIG. 1f, one end of which is a cut 12.

[0049] In one embodiment shown in FIG. 2 and FIG. 3, at least one end 7 of
the body 2 of a flat element 1 is made in order to form a centrally
situated part 13 with thickness smaller than the thickness of the body 2.
At least one end 7 of the body 2 of another flat element 1 is made with a
cut 14 in the material along the element thickness so that in side
elevation view a U-shaped section is formed along the whole width of the
end 7, in which cut 14 the end 13 of another flat element 1 with a
smaller thickness can fit as shown in FIG. 3.

[0050] Another variant of making the ends 7 is shown in FIG. 4. Here the
ends 7 of at least two elements 1 are cut out to form a step 15 with
smaller thickness, the step 15 is shifted to the flat wall 6 so that when
connecting with the reciprocal step 15 of the end 7 of the other element
to preserve the element thickness as shown in FIG. 5. This connection can
be securing by using the standard methods, for example by bolts.

[0051] It is possible a connection between two elements whose ends do not
have thinner parts or cuts (not shown in the drawings). Such connection
can be made for example by welding, bolt connection, by riveting or by
using other well known methods and means. It is also possible a
connection between the ends along the length of the element, so that to
form a long composite element (not shown in the drawings).

[0052] Embodiments of flat frames 16 and 17 are shown in FIG. 6 and FIG.
7. the frames 16, 17 can be polygonal, preferably quadrangular. An
embodiment, not shown in the drawings is also possible, where at least
one of the frame sides is open. Frame 16 can be a solid structure as
shown in FIG. 6. In one preferred embodiment shown in FIG. 7 the frame 17
is composite and made of connected identical or different flat elements 1
depending on the needs, in this particular case three rectangular
elements 1 and one arch-shaped element 1. Examples of different
connections of the elements are shown in FIG. 3 to FIG. 6. The frames can
also be other flat polygons such as triangular, rectangular or pentagonal
in shape. In FIG. 6 all sides of frame 16 have width equal to the width
of the flat elements and in FIG. 7 the arch-shaped wall has bigger width
as a result of the curvature. Each side of each frame 16 or 17 has slots
3 which are outside and/or inside the opening 18 of the frame, so that
the frame 16 or 17 can intersect any flat element 1 through the slots 3.
In this particular case frames 16 and 17 have slots 3 from the side of
the opening 18. The frames can also be polygons open from one side (not
shown in the drawings). The use of solid frames is quite limited. They
are mainly suitable for small dimensions of the build premises but the
composite frames can be used in large-scale construction as well. The
frames can also be used successfully for construction toys or for making
architectural models.

[0053] The construction system includes at least two elements of 1, slots
3 of which are evenly situated at distance ft from each other which is
shown in FIG. 1h and FIG. 1k. The distance n can vary depending on the
needs, preferably, from 30 cm to 300 cm. Another element 1 is shown in
FIG. 1o in which slots 3 are located unilaterally at second distance b
and fulfilling the condition that n:b shall be within the range from 1:1
to 1:10. Preferably the range is from 1:1.5 to 1:10. Elements 1 are shown
in FIG. 1g and FIG. 1m where slots 3 are located on both sides in a
chess-board order one opposite to another along the element length at
distance b between two adjacent slots. In shown FIGS. 1a to 1o the
elements 1 are rectangular, but they can be of other type, for example
rhomboidal, curved, arch-shaped or other not shown form.

[0054] Elements 1 are shown in FIG. 1a to FIG. 1f where two of the slots 3
are at third distance A independent from the distances n or b, and
element 1 is shown in FIG. 11 where two of the slots 3 are at fourth
distance e independent from the distances n, b or A. The distances A and
e are structurally determined depending on the architectural design in
the range from 0.2b to 10b. It is preferred that distances A and e falls
each within the range from 30 cm to 300 cm.

[0055] The dimensions of the flat elements can be chosen in accordance
with the application of the construction system. When used in building
construction it shall conform to the architectural design. Their length l
can vary depending on the dimensions of the premises. For example the
length is 610 cm, 375 cm or 310 cm. it is clear that other lengths can
also be chosen. The thickness c of all flat elements and frames is one
and the same, for example 5 cm, but it can also be within the range, for
example from 0.2 cm to 60 cm depending on the needs. The width d of the
elements shall be selected to correspond to the chosen thickness c. For
example, it is recommended that the ratio d:c between the width and the
thickness should be within the range from 1:1 to 30:1, preferably from
1.5:1 to 30:1, in order to ensure the maximum rigidity. For illustration
purposes only, thickness of 5 cm can be selected for width of 60 cm of
the rectangular flat element. Respectively, the width of the all slots 3,
transversal 8 and/or 9, as well as inclined 10, shall correspond to the
thickness c of the elements. It is convenient that the depth of the
transversal slots 8 or 9 is equal to half of the width of the short sides
5 of a rectangular element but any other combinations are also possible.

[0056] When the construction system is used for other purposes, for
example, for construction toys or for making architectural models the
dimensions shall be correspondingly changed but the ratio shall be
preserved.

[0057] The materials which can be used for production of flat elements 1
and of frames 16 and 17 are different depending on their functions. For
example they can be made of steel, solid wood, multilayer glued wood, OSB
(Orientiert Strand Bord) boards and chip boards, cement fibre board
sheets, concrete fibre boards, plastics, gypsum fibre board sheets as
well as any other known in the art building materials.

[0058] The fixation of the connection between two intersected elements can
be provided by using standard means, mentioned in general with reference
19, which are well known in the art, for example strengthening by
L-shaped profiles, profiles of `shoe` type, plates etc. for transversal
strengthening of intersected elements and/or by bolt connections when
connecting elements in their ends.

[0059] The connection of a three-dimensional grid structure made of
rectangular flat elements 1 is shown in FIG. 8. The arrows mark the
direction of movement and intersection of elements 1 at the place of
slots 3. FIG. 9 shows the completed three-dimensional grid structure from
FIG. 8.

[0060]FIG. 10 shows one example of a three-dimensional building
construction module M1, having a floor 20, a ceiling 21 and walls 22,
which shall be described in detail. The floor 20, the ceiling 21 and two
opposite walls 22 constitute grids obtained as a result of intersection
of flat elements 1, in this particular case--rectangular, which elements
can differ in longitudinal and transversal direction of the grid, for
example elements with different ends 7, or ending with open slot. For
example in this case the floor 20 is a dense grid obtained by
intersection of five flat elements 1 with evenly distributed slots 3 at
distance n in transversal direction, designated with reference 23 on the
drawing, and five flat elements 1 with evenly distributed slots 3 at
distance b in longitudinal direction, designated with reference 24 on the
drawing. In this specific example all flat elements 23 have width of 60
cm, flat elements 23 have length of 245 cm and the distances n are also
60 cm. Elements 24 in this case have length of 610 cm and the distances b
are equal to 120 cm. Elements 24 are selected to have five slots 3 with
width of 5 cm located at equal distances of 60 cm and the middle slot 3
has thickness equal to 2c, in this particular case--10 cm. In this
example the second and the fourth inner longitudinal elements 24 have
solid ends with thickness d and the first, third and fifth longitudinal
elements 24 are made with ends of U-shaped profile in thickness. Elements
23 and 24 of the floor grid 20 are intersected through all slots. A grid
of high density of openings is formed without free slots of the included
elements. The ceiling 21 in this case is made by intersection of three
identical flat elements 24 in longitudinal direction and two identical
flat elements in transversal direction, designated with reference 25 on
the drawing, the last having slots 3 at chess-board order on both long
sides 4 and the distances between the slots 3 on each of both sides 4 are
equal to b. Elements 25 are selected with length of 245 cm and have slots
3 located at the same distance b in a chess-board order on each side 4.
The ends of elements 25 are solid without thinner parts and are ending
with step 15 formed by open slot. Elements 24 of the ceiling in this case
are chosen to have length of 610 cm and the distance h of both ends 7 is
equal to 60 cm. In this case slots 3 on the upper long sides 4 of
transversal elements 25 of the ceiling 21 are left vacant. Three of the
slots 3 of the longitudinally situated elements 24 are also left vacant.
The vacant slots 3 of elements 24 and 25 of the ceiling serve to connect
another module on the top as shown in FIG. 14 and FIG. 15. So build, the
ceiling grid of module M1 has larger openings than the openings of the
floor grid. The walls of the module are made as wall grids 22 obtained by
intersecting, in this particular case, three standing elements,
designated with reference 26 on FIG. 10 and FIGS. 1a to 1f, and three
horizontal elements, designated with reference 27 on FIG. 10 and FIG. 11.
Here, the polyhedral three-dimensional frame structure is strengthened at
three levels by intersecting the standing elements 26 and the horizontal
elements 27. The standing elements in this case have three slots 3 and
the two lower slots are at distance A from each other, as shown in FIGS.
1a and 1f. The horizontal elements have three slots 3 at distance e and
one of the slots 3 ends as a small end cut. Thus the two opposite walls
22 of the building construction module M1 form wall grids. The distances
A in this case are chosen to be equal to 90 cm. The flat walls 6 of the
horizontal elements 27 of the wall grids 22 are parallel to the planes of
the floor 20 and ceiling 21 of the module. The ends of the standing
elements 26 of the wall grids of opposite walls 22 are connected to the
ends of the corresponding elements in the respective direction of the
grids of the floor 20 and the ceiling 21 at an angle, in this case at an
angle of 90°, towards the planes of floor 20 and ceiling 21. In
this case the standing elements are three in number, but they can be
equal to 2, 4, 5 or other whole number depending of the specific case, as
their number is in relation of the number of slots at distance e of the
horizontal elements 27.

[0061] In the shown embodiment of the module M1 it is with open long walls
28 which are not made as grids. This module M1 can be used as basic
module for connection with other modules in horizontal direction when
greater premises are required or in vertical direction when the next
story or semi-story has to be constructed. It is preferable the vacant
slots of each grid for connecting with a grid of another module of floor,
ceiling or wall to be located at the external side of the module.

[0062]FIG. 11 shows the same module M1 from FIG. 10 where the
corresponding horizontal elements 27 of the opposite wall grids 22 are
connected to second horizontal elements 29 with evenly distributed slots
3 at equal distance e in this case, in order to form stabilizing girdles
30 whose plane in this particular case is parallel to the planes of the
ceiling. 21 and floor 20. The second horizontal elements 29 of the
girdles 30 are intersected in height with standing elements 26 having at
least two slots 3 located at the same distances A so that the third wall
28 form a grid too. It is clear that the distances A and e between the
slots of the wall grids are independent from each other, as well as they
are independent from the distances b and n between the slots of the floor
and ceiling grids, but for a given construction they are constant and
invariable. Thereby the distance e can be chosen depending of the needs.
However in some particular cases the distance e can be identical of the
distances n or b, but this is not mandatory.

[0063]FIG. 12 shows other module M2, compatible with module M1. The
differences with the first module M1 are that the ceiling grid of M2 is
the denser grid and the floor grid is with larger openings in comparison
with the openings of the ceiling. On FIG. 12 the designations of the flat
elements in the case of module M2 have different references only for
clearness and for distinguishing from the corresponding elements of the
previous described module M1, since they can be of different performance.
In longitudinal direction the ceiling grid of module M2 is constructed by
three flat elements 1, designated with reference 31 in FIG. 12. The
elements 31 have slots 3 at equal distances n, the same as in module M1,
in this case equal to 60 cm, which are intersecting in transversal
direction with nine flat elements 32, where the distance between the two
slots 3 and the distance between the one slot 3 and the respective short
side 5 are equal and correspond to the distance b, in this case chosen to
be equal to 120 cm. The floor grid of the module M2 is build up by
intersecting of two external flat elements 33 in longitudinal direction
having slots in chess-board order with flat elements 32 in transversal
direction, four in this case. Elements 33 are with length of 610 cm and
the slots are at the same distances b of 120 cm as the elements 24 and 25
of the ceiling grid of the module M1. The transversal flat elements 32 of
the floor grid 20 of the module M2 have vacant internal slots 3, by
intersecting of which through the vacant slots 3 of the ceiling of module
M1 it can be situated one over another both modules M1 and M2, as it is
shown in FIG. 14. Three stabilizing girdles 30 are made in the same way.

[0064] Other module M3 which can be constructed using the system elements
is shown in FIG. 13. In this module M3 the ceiling 21 is constructed as
dense grid made by intersecting flat elements 34 with distance between
the slots n in transversal direction and flat elements 35 with distances
between slots b in longitudinal direction. In the example the flat
elements 34 and 35 have length equal to 305 cm and 610 cm respectively.
In this case the ceiling grid of this module M3 is identical to the floor
grid of module M1. The floor 20 of module M3 is made by intersecting
three flat elements 34 with distance between the slots n in transversal
direction and two flat elements 36 with slots located in a chess-board
order at distance b on each side 4 of the element in longitudinal
direction. Vacant slots underneath have been left in the flat elements in
both directions. The so formed grid can be intersected through the left
vacant slots in the ceiling grid of module M1 in order to arrange modules
M1 and M3 one above the other as shown in FIG. 15. Three stabilizing
girdles 30 are made in the same way as in modules M1 and M2.

[0065] The grids of floor 20, ceiling 21 or walls 22 and 28 can be made of
elements with different width d (not shown in the drawings) in each of
the constructed modules. For example the transversal elements of the
floor and the ceiling have smaller width than the width of the
longitudinal elements. This decreases the amount of the used material in
the structure. When applied to the wall grids 22 and 28 as well, the
possibilities for making the interior space increase.

[0066] The dimensions of the modules can vary according to the needs of
the building. It is preferable the width of the module to be in the range
from 1.5 m to 7.5 m, the length of the module to be chosen in the range
from 2.0 m to 22.0 m, and the height to be in the range from 2.0 m to 9.0
m.

[0067] Two exemplary schemes of connecting modules M1 and M2 (FIG. 14) and
modules M1 and M3 (FIG. 15) in vertical direction are shown in FIG. 14
and FIG. 15. The modules have a mutual grid or a part of grid. It can be
seen that the system is very flexible and offers a lot of various
architectural solutions. The possibility for construction of various roof
and facade structures when using flat elements with shape different from
rectangular, for example rhomboid, arch-shaped or curved is not shown in
the figures.

[0068] In this case modules are shown where one of the ceiling grids in
modules M2 and M3 or of a floor grids in module M1 have the maximum
possible density of openings and no vacant slots are left though which
other modules in vertical direction to be connected. The system allows
construction of other modules (not shown in the drawings) where the grids
of the floor and the ceiling include vacant slots in one or in both
transversal and longitudinal directions for connection to other modules.
In this way intermediate stories of the buildings can be constructed. The
system allows constructing wall grids common for two adjacent modules
which increase the design freedom. In FIG. 16 and FIG. 17 one exemplary
connecting of the walls of two adjacent modules so as to form a mutual
wall grid between them is shown. The modules can be each of the shown in
the drawing M1, M2 or M3, or another not shown in the drawings module.
Element-by-element building of the wall grids, which must be joined, is
shown in FIG. 16a. In FIG. 16b prefabricated wall grids are shown, which
are intended for joining to each other, and in FIG. 16c a joining of the
wall grids of two adjacent modules is shown. The standing flat elements
1, designated in this case in FIG. 16 with reference 38, have three
unilateral situated slots 11 with width 2c, and the lower two slots 11
are at distance A from each other. One of the wall comprises in this case
two standing elements 38a, and the second wall comprises three standing
elements 38b. Elements 38a and 38b of both walls are intersected and
stabilizing with three horizontal elements 1 in this case, being flat
elements having slots in chess-board order distance e on both sides. In
this case the flat horizontal elements are designated with references 39a
for the first wall and 39b for the second wall, which slots 3 have width
C. The standing elements 38a of the first wall are situated so as to have
a possibility for intersecting through the vacant slots of the horizontal
elements 39b of the second wall, so as to form a mutual wall grid 40. The
horizontal elements 39a and 39b of both walls are intersected with the
standing elements 38a and 38b through their wider slots 11. FIGS. 17a and
17b show analogical connecting of the wall grids of two adjacent modules.

[0069] In FIG. 18a-h a process of erection of construction module M1
element-by-element is shown. The module can be used for erecting
buildings with the elements of the construction system. The method of
building construction on a foundation includes the following steps:
parallel arrangement to each other of first flat elements, in this case
24, which have slots 3 located unilaterally at equal distance b, so that
the plane of elements 24 is perpendicular to the foundation plane and
slots 3 of one of the long sides 4 of elements 24 are directed upwards.
Intersecting, through its slots 3 and fixing at an angle, in this case at
an angle of 90°, second flat elements, in this case 23, which have
slots 3 at equal distances n so as to form dense horizontal grid of floor
20 with openings of identical dimensions. The method further comprises
the steps of fixing to the ends of the first flat elements 24 or 25 at an
angle, preferably 90°, the ends of at least two standing elements
26 with slots 3 at distance A;

[0070] intersecting standing elements 26 through slots 3 in transversal
direction with horizontal elements 27 with slots 3 at a distance e so
that the grids of opposite walls 22 to be formed; connecting of the ends
of the standing elements 26 with the ends of third flat elements 24 with
slots 3 at equal distances b in this case, so that the slots 3 of one of
the long sides 4 of the elements 24 are directed upwards; and
intersecting through slots 3 fourth elements 25 with slots with a
chess-board order distance b so that a ceiling grid 21 to be formed thus
making an independent basic module M1. This basic module M1 can be
connected by intersecting, through slots 3, with wall or the floor of
other modules M1 in horizontal direction as shown in FIG. 16 and FIG. 17
or with other modules M2 and/or M3 with floor grids 20 different from the
floor grid of the basic module M1 in vertical direction as shown in FIG.
14 and FIG. 15. This could be made by repeating the above described
steps. The strengthening of the connections can be made by using standard
and well known means 19, for example in case of intersecting with
V-shaped steel elements and when connecting ends by bolts, welding,
riveting, etc.

[0071] In one version of the method according to the invention, shown in
FIG. 18, after the construction of the ceiling grid 21 of the basic
module M1 a step of connecting is made of the ends, at least at two
levels, of the corresponding flat elements of the opposite walls 22 to
the ends of second elements 29 with slots located at equal distances b so
that their walls 6 are parallel to the plane of the ceiling and/or the
floor. At least two stabilizing girdles 30 are formed crossing at least
one third wall 28 of the module connecting its opposite walls 22. In this
case one wall 28 is shown in FIGS. 18f to 18h. It is clear that the
horizontal elements of the third wall 28 can have slots located at
distance n e according to the architectural project. The step of
intersecting of flat elements 29 of the stabilizing girdles 30 in
vertical direction through slots 3 and standing elements 26 having at
least two slots located at distance A is made, so that the other walls 28
of the module could be shaped like grid.

[0072] In one preferred embodiment of the method according to the
invention, shown in FIG. 19a to FIG. 19c, the grids of the floor 20,
ceiling 21 and walls, in this case 22 and 28, are assembled in advance
outside the construction site and are transported to the site assembled.

[0073] In another preferred embodiment of the method all modules M1, M2
and M3 (FIGS. 10, 11, 12 and 13) are assembled in advance outside the
construction site, are transported to the site, connected and fixed to
each other and/or to the foundation.

[0074] The modules can be completed in advance (not shown in the drawings)
by installing the required installations for electrical, gas and heat
supply, elements of the water supply and sewerage installation as well as
by covering the interior space with interior walls, ceilings or floors
which decreases the cost of construction.

[0075] Other architectural projects and modules can also be constructed
with the system elements which are not shown in the drawings.

[0076] The described exemplary embodiments are just for illustration
purposes and do not limit the invention ideas whose scope shall be
determined only by the scope of the patent claims.